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    Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 008
    Author:
    Tommaso D’Antino
    ,
    Mattia Santandrea
    ,
    Christian Carloni
    DOI: 10.1061/(ASCE)EM.1943-7889.0001815
    Publisher: ASCE
    Abstract: This paper presents an experimental work aimed at determining the fracture properties of fired-clay and tuff brick, obtained from construction sites of existing buildings and a commercially available fired-clay brick. This paper provides a range of values of the fracture properties of natural and artificial bricks used in existing constructions. Natural and artificial stones are quasi-brittle materials and the cohesive crack model can be used to describe the propagation of cracks in these materials. However, some of the parameters of the cohesive crack model are calibrated against a large set of data of concrete specimens and might not be suitable for other quasi-brittle materials that feature a smaller fracture process zone. In this paper, digital image correlation (DIC) is used to put forward a new approach to measure the critical crack opening wc and therefore gain a new insight into the fracture parameters of bricks.
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      Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268556
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    contributor authorTommaso D’Antino
    contributor authorMattia Santandrea
    contributor authorChristian Carloni
    date accessioned2022-01-30T21:37:46Z
    date available2022-01-30T21:37:46Z
    date issued8/1/2020 12:00:00 AM
    identifier other%28ASCE%29EM.1943-7889.0001815.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268556
    description abstractThis paper presents an experimental work aimed at determining the fracture properties of fired-clay and tuff brick, obtained from construction sites of existing buildings and a commercially available fired-clay brick. This paper provides a range of values of the fracture properties of natural and artificial bricks used in existing constructions. Natural and artificial stones are quasi-brittle materials and the cohesive crack model can be used to describe the propagation of cracks in these materials. However, some of the parameters of the cohesive crack model are calibrated against a large set of data of concrete specimens and might not be suitable for other quasi-brittle materials that feature a smaller fracture process zone. In this paper, digital image correlation (DIC) is used to put forward a new approach to measure the critical crack opening wc and therefore gain a new insight into the fracture parameters of bricks.
    publisherASCE
    titleAdvances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks
    typeJournal Paper
    journal volume146
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001815
    page11
    treeJournal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 008
    contenttypeFulltext
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